# Waviness Angle

**Waviness** is a parameter that can be included in calculations of the shear strength of any joint, for any of the strength models used in **UnWedge**. It accounts for the waviness (undulations) of a joint surface, observed over distances on the order of 1 m to 10 m [ Miller, 1988], and has the effect of *increasing* the shear strength of the joint.

The waviness angle is equal to the AVERAGE dip of the joint, minus the MINIMUM dip of the joint. This is illustrated in the figure below. The waviness angle can be determined by taking a number of failure plane dip measurements, calculating the average dip of the plane and subtracting the minimum dip. For example: if the average dip = 30 degrees, and the minimum dip = 25 degrees, then the waviness angle = 5 degrees.

Waviness Angle = [average dip] â€“ [minimum dip] of joint plane

## Effect of Waviness Angle on Shear Strength

A non-zero waviness angle, will *increase* the effective shear strength of a joint. The implementation of the waviness angle in the shear strength calculation is very simple. The increase in the joint shear strength, due to waviness, is simply equal to:

where:

= normal stress on the joint

= waviness angle

For example, if you are using the Mohr-Coulomb failure criterion, and you have specified a waviness angle (greater than zero), then the shear strength of the joint is given by:

where:

= shear strength

= cohesion

= friction angle

As you can see, the waviness angle is implemented in the same way as the Mohr-Coulomb friction angle. The increased shear strength is proportional to the normal stress and the tangent of the waviness angle. The effect of the waviness angle on shear strength is the same for all strength models used in **UnWedge**. The failure plane shear strength is simply increased by the amount:

regardless of which strength model you are using in **UnWedge**. See the Shear Strength topic for a description of the strength models available in **UnWedge**.

You can add variability to the Waviness Angle in a Probabilistic Analysis through the **Statistic** > **Joint Properties** dialog.